Finite Deformation Modelling of Cone Penetration Tests in Saturated Structured Clays

Keyphrases

• Cone Penetration Test 100%
• Destructuration 100%
• Structured Clay 100%
• Finite Deformation 100%
• Particle Finite Element Method 100%
• Cone Tip 100%
• Deformation Model 100%
• Numerical Model 50%
• Pore Water Pressure 50%
• Cone Resistance 50%
• Soil Behavior 50%
• Elastic-plastic Model 50%
• Excess Pore Water Pressure 50%
• Lower Order 50%
• Structure Effect 50%
• Plastic Deformation 50%
• Yield Locus 50%
• Soil Permeability 50%
• Response-adapted 50%
• Mechanical Response 50%
• Flow Process 50%
• Strain Localization 50%
• Elastic Response 50%
• Penetrometer 50%
• Geomaterials 50%
• Implementation Method 50%
• Non-associative 50%
• Coupled Hydro-mechanics 50%
• Deformation Process 50%
• Model Formulation 50%
• Free Energy Functional 50%
• Hardening Law 50%
• CPTu 50%
• Macroscopic Description 50%
• Multiplicative Decomposition of the Deformation Gradient 50%
• Coupled Flow 50%
• Coupled Deformation 50%
• Natural Clay 50%
• Localization Phenomenon 50%
• Linear Strain 50%
• Natural Structured Clays 50%

Engineering

• Cone Penetration Test 100%
• Finite Deformation 100%
• Particle Finite Element Method 100%
• Numerical Model 50%
• Pore Water Pressure 50%
• Plastic Model 50%
• Excess Pore Water Pressure 50%
• Predicted Value 50%
• Plastic Deformation 50%
• Mechanical Response 50%
• Internal Variable 50%
• Strain Localization 50%
• Elastic Response 50%
• Deformation Process 50%
• Linear Strain 50%
• Deformation Gradient 50%
• Hardening Law 50%
• Localization Phenomenon 50%
• Gibbs Free Energy 50%